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HomeMy WebLinkAboutA200.001_FIRST LEVEL 100' -0" 02_SECOND LEVEL 109' -0" 2 A200.0 ENTRY FLAT ROOF BEARING 112' -0" FOYERPOWDER MASTER BATH BATH 1 LINENS HALLWAY HALLWAY 2X10 ROOF JOISTS @ 24" O.C 3 1/2" x 11 7/8" 2.0E LVL BEAM 3 1/2" x 11 7/8" 2.0E LVL BEAM, EXTEND 1'-0" PAST CORNER FOR EXTENDED EAVE. WRAP IN EXTERIOR GRADE FINISH WOOD 2X10 ROOF JOISTS @ 24" O.C 3 1/2" x 11 7/8" 2.0E LVL BEAM, EXTEND 1'-0" PAST CORNER SUPPORT POST FOR EXTENDED EAVE. WRAP IN EXTERIOR GRADE FINISH WOOD TRIPLE (3) 2X10 AT STAIR OPENING 01_FIRST LEVEL 100' -0" 02_SECOND LEVEL 109' -0" 1 A200.1 GARAGE 98' -6" 1 A200.0 ENTRY FLAT ROOF BEARING 112' -0" EXISTING 2X6 ROOF RAFTERS NEW 2X6 CEILING JOISTS, ATTACH TO FAR SIDE OF EXISTING RAFTERS REMOVE EXISTING CEILING JOISTS ONLY AFTER NEW CEILING JOISTS ARE IN PLACE 2X10 RAFTERS @ 24" O.C. 2X10 RAFTERS TO EXISTING ROOFLINE 2X6 HORIZONTAL TIE 2X6 BRIDGING NEW CEILING JOISTS, ATTACH TO NEAR SIDE OF EXISTING RAFTER 4 A200.0 PROVIDE 2X6 BLOCKING AT INTERSECTION OF CEILING JOISTS AND BOLT TOGETHER WOOD-WRAPPED LVL BEAM BEYOND 2/3 H1/3 H02_SECOND LEVEL 109' -0" DORMER ROOF BEARING 117' -0" ROOF 122' -8" GARAGE 98' -6" 2X8 CEILING JOISTS 2X12 ROOF RAFTERS @ 24" O.C. 2X8 ROOF RAFTERS 2X12 RIDGE BOARD 2X10 FLOOR FRAMING @ 16" O.C. 5" CONCRETE SLAB, PROVIDE CONTROL JOISTS AT 8'-0" O.C. MAX IN BOTH DIRECTIONS 3 1/2" x 14" 2.0E LVL BEAM 3 1/2" X 9 1/2" DEEP 2.0 LVL HEADER, TYP. @ EACH GARAGE DOOR CONCRETE FOUNDATION WALL 12"X24" CONT. CONCRETE MIN. 3500 PSI FOOTING W/ (2) #5 BARS IN THE BOTTOM OF THE FOOTING CONTINUOUS, TYP. ALL WALLS, U.N.O 2X6 TIE JOISTS @ 24" O.C. TRIPLE 2X12 RAFTER AT EACH END OF DORMER, FASTENED W/SCREWS 3 1/2" WIDE x 11 7/8" DEEP 2.0E LVL 4" STD STEEL PIPE COLUMN WITH 3' x 3' x 12" DEEP CONCRETE FOOTING W/ (3) #5 BARS EW 6X6 WOOD POSTS 2 x 4 HANGER TO SUPPORT 2X8 CEILING JOISTS AT EACH RAFTER LOCATION 2X6 CEILING JOIST2X6 CEILING JOIST 2X6 BLOCKING BOLT 2X6 HORIZTONTAL TIE 2X6 BRIDGING DRYWALL CEILING HEADER PER IRC 602.7 (1) DBL TOP PLATE TREATED BOTTOM PLATE 2X4 WOOD FRAMING @16" O.C. 2X4 SILL HEADER PER IRC 602.7 (1) 01_FIRST LEVEL 100' -0" 02_SECOND LEVEL 109' -0" DORMER ROOF BEARING 117' -0" ENTRY FLAT ROOF BEARING 112' -0" 12"X24" CONT. CONCRETE MIN. 3500 PSI FOOTING W/ (2) #5 BARS IN THE BOTTOM OF THE FOOTING CONTINUOUS, TYP. ALL WALLS, U.N.O FLOOR JOISTS, SEE BUILDING SECTIONS 8" CONCRETE FOUNDATION WALL. PROVIDE VERTICAL #5 BARS @ 12" OC W/ 90 DEGREE HOOK AT FOUNDATION. PROVIDE (3) #5 BARS HORIZONTAL, EQUALLY SPACED, TYP. FOR ALL WALLS, U.N.O 2X4 TREATED SILL PLATE R-20 INSULATION, MIN. 5/8" OSB SHEATHING, TYP. FIBER CEMENT SIDING, TYP. UNDISTURBED SOIL, ASSUMED MIN 2500 PSF SOIL CAPACITY, BUILDER TO VERIFY 4" PERIMETER DRAIN 2X6 PRESSURE TREATED SILL PLATE WATERPROOFING CONT. BACKFILL OF COMPACTED DRAINAGE FILL, VERIFY POSITIVE SLOPE AWAY FROM FOUNDATION WALL RIM BOARD CAULK ALL EXTERIOR FRAMING CONDITIONS, TYP. 2-MIL VAPOR BARRIER, TYP. FLOOR JOISTS, SEE BUILDING SECTIONS RIM BOARD 3/4" PLYWOOD SUBFLOOR RIGID INSULATION WINDOW HEADER PER IRC 602.7 (1) DBL TOP PLATE 25 YR ASPHALT ROOFING SHINGLES ON 15# ROOFING FELT, ICE AND WATER SHIELD AS REQ'D 5/8" PLYWOOD ROOF DECKING FASCIA BOARD W/ CONT. ALUM GUTTER INSULATION BAFFLE BETWEEN EACH RAFTER CONT. VENTED SOFFIT R-38 MIN. INSULATION 5/8" DRYWALL CEILING Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE:5/13/2022 9:50:36 AMA200.0 BUILDING SECTIONS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/4" = 1'-0"A200.0 1 SECTION THROUGH ENTRY CANOPY 1/4" = 1'-0" A200.0 2 SECTION THROUGH VAULTED KITCHEN CEILING 1/4" = 1'-0"A200.0 3 SECTION THROUGH GARAGE 1" = 1'-0" A200.0 4 BLOCKING DETAIL N.T.S.A200.0 5 TYPICAL FRAMING DETAIL 1/2" = 1'-0"A200.0 6 TYPICAL WALL SECTION REVISION SCHEDULE NO. DESCRIPTION DATE 3 Addendum 3 01/27/22 09/19/22